FURNICING ICONIC ROAD AT PARPADA ROAD

GRANT ICONIC ROAD

NAME ICONIC ROAD AT PARPADA ROAD

RECAPITULATION SHEET

S NO. NAME OF WORK SAY AMOUNT

1 FURNISHING ICONIC ROAD AT PARPADA ROAD

PAVER BLOCK AT PARPADA ROAD

STREET LIGHT AT PARPADA ROAD

TREE, PLANTETION AND BENCH AT PARPADA ROAD

GRAND TOTAL WITHOUT G.S.T.

GRAND TOTAL WITHOUT G.S.T.

FURNISHING ICONIC ROAD AT PARPADA ROAD

It.No. Item Quantity Final Rate Per Amount

1 Excavation for foundation up to 1.5M 97.15 122.94 Cumt

Depth including sorting out and

stacking of useful materials and

disposing of the excavated stuff up to

50 meter lead.(A) Loose or soft soil

2 Providing and laying cement concrete 19.43 3976.71 Cumt

1:3:6 (1 Cement : 3 coarse sand :6

Crushed broken stone aggregates

mm nomial size) and curing complete

excluding cost of form work in (A)

Foundation and plinth

3 Brick work using common burnt clay 47.14 4245.09 Cumt

building bricks having crushing

strength not less than 35 kg./Sq.Cm.

in foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5 -fine

sand)(B) Conventional

4 Filling available excavated earth 30.58 136.92 Cumt

(excluding rock) in trenches.

plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

consolidating each disposited

layer by ramming and watering.

5 LIME .MURRUM BULIDING RUBBISH 173.30 103.26 Cumt

EARTH MANURE OR SLUDGE &

EXECAVATED ROCK AND RUBBISH

(2) EARTH 5 KM LEAD

6 Providing and laying controlled cement 13.04 7294.22 Cumt

concrete M.200 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete

work in (C) Lintels,Chajja upto floor

two level. (upto 10 ton)

7 Providing and laying controlled cement 5.26 6530.66 Cumt

concrete M 250 and curing complete

including the cost of formwork but

excluding the cost of reinforcement for

R.C.C work in RCC Slab for Ground

8 Providing TMT Bar FE 500D 1098.00 77.29 kg

reinforcement for R.C.C. work

including bending, binding and placing

in position complete upto floor two

9 Brick work using common burnt clay 54.70 4526.81 Cumt

building brick having crushing

strength not less than 35 kg/sq. cm.

in super structure above plinth level

up to floor two level(B) Conventional

10 20 mm. thick sand faced cement 224.18 320.70 Sqmt

plaster on wall upto height 10 metres

above ground level consisting of

12mm thick backing coat of c.m. 1 :

(1 cement : 3 sand) and 8 mm thick

finishing coat of c.m. 1 : 1 (1 cement :

1 sand) etc. complete

11 Distempeing (Two coats) with oil bound 128.35 75.50 Sq.m

distemper weather Proof of approved

brand and manufacture and of required

shade on wall surfaces to give an even

shade, over and including a priming coat

with distemper primer of approved brand

and manufacture after thoroughly brushing

the surface free from mortar dropping and

other foreign matter and also including

preparing the surface even and sand

papered smooth.

12 Providng & fixing mirror polished18 475.08 4006.67 sqmt

mm thick granite stone framemade

out from A granite stone (in 2pieces to

create a offet, 1 of the full width of the

wall & other one with space leaving for

the thickness of the flush door) frame

shall be provided in a manner to

create offset to accommodate the

shutter. & shall be fixed to the wall

with cement mortar, aerldite , sand

sparying and drilling , cutting and

makin holes for fixing all door fixtures

as directd by EngineerIn Charge.

13 Trenching in ordinary soil up to a 45.57 93.08 Cum

depth of 60 cm including removal and

stacking of serviceable materials and

then disposing of surplus soil, by

spreading and neatly levelling within a

lead of 50 m and making up the

trenched area to proper levels by

filling with earth or earth mixed with

sludge or / and manure before and

after flooding trench with water

(excluding cost of imported earth,

sludge or manure).

14 Supplying and stacking of good earth 166.63 614.49 cum

at site including royalty and carriage

upto 5 km lead complete (earth

measured in stacks will be reduced by

20% for payment).

15 Supplying and stacking at site dump 43.37 302.90 Cum

manure from approved source,

including carriage upto 5 km lead

complete (manure measured in stacks

will be reduced by 8% for payment) :

2.4.1 Screened through sieve of I.S.

designation 20 mm

16 Mixing earth and sludge or manure in 210.01 43.56 RM

the required proportion specified or

directed by the Officer-in-charge

17 Rough dressing the trenched ground 125.00 1.79 sq.mt

including breaking clods.

18 Spreading of sludge, dump manure 210.01 62.39 cum

and/or good earth in required

thickness as per direction of officer-in-

charge (cost of sludge, dump manure

19 Grassing: Supplying & Stacking of 125.00 62.39 Sqmt

Selection No.1 doob grass turf at site

fresh & free from weeds having proper

roots in green including loading,

unloading, carriage and all taxes paid

etc.and as per direction of officer in

20 RISING CANNA BEDS : After 127.20 147.90 Sqmt

excavation soil up to 30cm, preparing

soil for planting by supply and mixing

fram yard manure at the rate of 5 cum

per 100sq.mt are providing and

planting canna Bulbs of specified

variteis at 60cm x 60cm distance and

maintaing till well established (About

21 RISING HEDGE : After excavation soil 80.90 30.27 RM

up to 30cm, preparing soil for planting

by supply and mixing fram yard

manure at the rate of 5 cum per

100sq.mt are providing and planting

cutting of clerendendron (kadvi Mendi)

in two rows roughly at 18cm x18cm

distance and maintaing till well

established (About 45 days) complete

PAVER BLOCK AT PARPADA ROAD

Qty. Item Total Units Amount

Box cutting the road surface to proper slope and

camber for making a base for road work including

1 111.15 removing the excavated stuff and depositing on the 207.40 CUM

road side slope as directed upto 50 mts. Lead.

LIME .MURRUM BULIDING RUBBISH EARTH

MANURE OR SLUDGE & EXECAVATED ROCK AND

(2) EARTH 3KM LEAD

Providing and laying cement concrete 1:4:8 (1

Cement : 4 coarse sand :8 hand broken stone

3 57.00 aggregates 40 mm nomial size) and curing complete 2569.47 CUM

excluding cost of form work in (A) Foundation and

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade

of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming

4 570.00 to IS 15658 : 2006 including 35 mm Sand layer for 682.11 SMT

levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc.

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M250 grade concret as per

5 1144.00 approved design and including excavation for fixing 361.64 RMT

in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

STREET LIGHT AT PARPADA ROAD

Sr. Qty. Item Total Units Amount

1 10.00 Octagonal pole 15411.59 NO.

Supplying and erecting approved make Octagonal

pole made from HR sheet steel. The pole should be

made as per IS. and shall be coated with hot dip

galvanizing as per IS 2629/2633/4759, suitable

suspend local wind speed with integral Junction

box consist of terminal plate of min 6mm Hylam

sheet, standard profile 35mmX7.5mm Din-Rail for

MCB Mounting, stud type terminal and

arrangement for cable termination to be erected

With Suitable foundation (Included) as per details

given by manufacturer considering site

(G) 8 Mtr. Long 70 mm Top X 155 mm bottom dia,

3 mm thickness with 260mmX260mmX16mm base

plate, 4-M20 Bolts and 600mm long with necessary

G.I. J Bolts Approx Pole weight 84 kg

2 20.00 Circuit braker 123.22 NO.

providing and erecting Miniature circuit breaker

single pole 6A to 25A suitable to operate on 240 V

A.C. system and having breaking capacity 10 KA to

be erected in existing box. confirming to IS

8828/1996 with ISI Mark

3 10.00 Pole bracket 829.21 NO.

Providing and erecting street light pole bracket

comprising main B Class GI pipe of 4.2 cm/require

outside dia. complete with suitable B Class G.I

sleeve tubing of approx. 45cms.length and suitable

for 76.5 mm / 80mm. / require size pole top having

sufficient fasteners for fixing the brackets and

having spread of 1 mtr. length with suitable rise as

per site condition & suitable welded stiffener

reducer and nipple with check nut complete

painted with one coat of Red oxide / PU base

primer and two coats of Aluminium / PU paint.

paint with following nos of arms.

[B] Double Arm bracket 1 Mtr

4 30.00 Supplying and erecting B class Galvanized iron pipe 249.47 RMT

having smooth finished bore of the pipe on both

ends erected nuts and bolts along the pole / wall

shaping the pipe as per site requirement. Pipe dia

(c ) 40 mm dia.

5 1710.00 Providing and erecting XLPE (IS:7098)(I)-88 ISI 168.67 RMT

armoured cable multistrand / Solid Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of

following size of cables

(c) 4 core 10 Sq. Mm

6 360.00 Flexible Wire 58.58 RMT

Supplying and erecting Flexible PVC insulated multi

strand multi core 1.1 kv grade ISI marked copper

wires of following size to be erected as directed.

e) 1.50 Sq.mm 3 core round PVC sheathed

7 285.00 Cable trench 55.55 RMT

Making trench in soft soil of suitable width of

cm deep for laying cable or locating the fault all

over the run and back filling the same and making

the surface as normal ground.

8 15.00 Drilling the road without breaking the road surface 492.88 RMT

(Asphalt) for laying of cable for feeding power

supply by making up to following size of holes at

both ends complete.

(A) Up to 100 mm bore dia

9 15.00 (B) Up to 150 mm bore dia 616.10 RMT

10 15.00 RCC PIPE 263.61 RMT

Providing & laying. R.C.C. Hume pipe for cable to be

laid 90 cm. below ground across the road crossing

or on floor with necessary material in an approved

manner and making the ground as per original.

11 310.00 DWC PIPE 62.62 RMT

Providing & laying approved make Double walled

corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same material

at required depth in existing trench for laying of

cable. below ground / road surface for enclosing

(A)50 mm dia outer dia

12 36.00 Supplying and erecting LED street light / Flood light 6695.29 NOS.

fittings with High power White LEDs wattage of

Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free

High pressure die cast aluminum housing with

smooth finish powder coated and heat sink

extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass

with company mark/name engraved or embossed

160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt . LED driver

efficiency > 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The

Engineer incharge may select any wattage capacity

between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV

integral and ,Light must have 440VAC line supply

with over-voltage protection.

(v)above 120 to 159 watts

13 1.00 MINI SECTION PILLAR 3595.60 NOS.

Supplying & erecting IP 55 grade following size

section pillar fabricated from joint less M.S. Sheet

with angle iron legs made from jointless M.S. Angle

with cable clamps to be buried in ground to have

appropriate erection to work uniform until erected

with cement concrete foundation and 45 cm high

bricks work finishing with plaster etc. hinged

double door internally supported on both side,

with internal and outside looking arrangement with

look and keys in duplicate 35 x 35 x 5 mm M.S.

Angle of Two Nos. one is welded and other with

nut and bolt for erecting Bakelite sheet. Painting

the Section Pillar inside and out side with three

tank powder coated paint. section pillar roof

should be without joint with water leakage proof &

tested as per IP 55 test & followed by IS 2147 of

1962 (B) 75 X 60 X 45 cm section pillar fabricated

from 16 Gauge MS Sheet with angle iron legs 45 cm

long made from 35 X 35 X 5 mm thick MS angle.

14 1.00 Timer 3168.37 NOS.

Supplying & erecting approved make Digital time

switch having lithium cell 6 years operative and

operate battery backup 1 channel day clock with

memory programme, suitable to operate on 240V +

5%, 16A with, floating contacts Minimum switching

setup time 1 minimum & LCD display. Also

comprised permanent ON/OFF switching.

Programming switches & housed in fire proof

thermoplastic enclosure & transparent cover

erected as required with necessary connection

erected as directed.

15 1.00 Contactor 2782.55 NOS.

Supplying & erecting power contactor ,AC3 duty for

time switch complete erected as per direction Cat

[D] 4 pole 440V 40 Amp.

16 1.00 Providing and erecting Approved make Four pole 8861.74 NOS.

moulded case circuit breaker having breaking

capacity ICU of 35 KA. at 415 V. having normal

current rating 125A. with Fixed thermal &

magnetic release suitable to work on A.C.supply

c/s. with all internal connections, spreader tinned

copper & complete erected in existing 16 G.M.S.

ICS=100% of ICU only Cat III

17 18.00 Hylam Sheet 291.89 KG.

Supplying and erecting nuwood 12 mm thick on

existing angle iron frame.

18 1.00 Busbar 1961.42 MTR

Supplying and erecting triple pole & neutral 440V /

500V panel mounting Copper Busbars with four

equal Nos. of electrolyte bus having current density

not more than 1.6 Amp. / sq.mm (Rated current /

cross section area) duly wrapped with colour

insulating tape for phase sequence of following

current carrying capacity, erected with necessary

bus bar supports /insulators, main cable socket to

each bar, erected in existing cubical panel with

necessary connections.

(A) Suitable for 100 Amp. Capacity

19 1.00 Providing and erecting Approved make Four pole 6790.23 NOS.

moulded case circuit breaker having breaking

capacity ICU of 25 KA. at 415 V,having normal

current rating up to 25 A to 100A. with Fixed

thermal & magnetic release suitable to work on

A.C. supply 50 c/s. with all internal connections,

spreader tinned copper & complete erected in

existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

20 1.00 Supplying & erecting in earthpit of minimum bore 7095.25 NOS.

dia. 225mm size approved make Safe Earthing

Electrode consisting Pipe-in-Pipe Technology as per

IS 3043-1987 made of corrosion free hot dipped

G.I.Pipes having Outer pipe dia of 80 mm having

80-200 Micron galvanising, Inner pipe dia of 40 mm

having 200-250 Micron galvanising, connection

terminal dia of 14 mm with constant ohmic value

surrounded by highly conductive compound with

high charge dissipation suitable for following type

of applications with chamber and heavy duty cover

. [B] For Electrical installation up to 11 KV

located in other than normal soil i.e. Soft Rock,

Marshy Soil etc.

-Length of Pipe : 2 mtr

-Back filling Compound :1 no. Bag of 25 Kg.

PALANPUR NAGARPALIKA PALANPUR

GRANT ICONIC ROAD

NAME OF WORK TREE, PLANTETION AND BENCH AT PARPADA ROAD

Sr. R&B SOR 2023-24

No Total Units Amount

Supplying And Filling With Good Quality Soil or

selected soil For Gardening In Layer Of Required

thickness including watering, ramming and

consolidating etc. complete.

Plantation of Trees, Shrubs, and Hedge at site i/c

watering and removal of unserve iceable material’s as

per direction of off icer in charge (excluding cost of

plant & water) Item includes all royalty, equipment,

2 4.00 labour, loading, unloading, and carriage upto any lead 505.00 Cu.Mt

& lift required as directed by E ic

(1) TREES & PALM plant

Supply and planting of common Med icinal Plants like

Ardusi, Aloe spp., having height of minimum 2.00 to

2.5 ft. and bag size is 8 inch x 10 inch, well branched,

3 4.00 well established & free from disease at site as per the 686.90 Nos

Supply and planting of (Ixora, T icoma Gaudi-chaudi,

Gultora, Jetropha, Chandani, Mogaro, Galfemia,

Allamenda, Desi Gulab, Euphorbia mili, Jasud Hybrid,

Chandani double, Madhukamini, Madhumalti, T icoma

Capensis, Ixora draft, Nikadevia, English Karen etc.)

4 4.00 having height of minimum 2.00 to 2.5 ft. and bag size 2680.21 Nos

is 13 inch x 13 inch, well branched, well established &

free from disease at site as per the instructions.